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    Effect of Non-Drag Forces on the Numerical Simulation of

    Bubbly Flow in a Bubble Column

    Wu Qian, Wang Xue-kui, Sha Zuo-liang*

    Tianjin Key Laboratory of Marine Resources and Chemistry, Tianjin University of

    Science and Technology

    College of Marine Science and Engineering, Tianjin University of Science and

    Technology, No. 29, 13th. Avenue, TEDA, Tianjin, China 300457, [email protected]

    Accuracy of CFD simulation on the bubbly flow was investigated by considering

    different kinds of non-drag forces in a flat bubble column aerated from a single-orifice

    gas sparger by comparison with the experimental data presented by Pfleger et al. (1999).

    The simulated results reveal that the lift force model does not have significant effect,

    while the turbulent dispersion force model can give much better results.

    1. Introduction

    Bubble columns, as one of the most efficient multiphase reactors, are used in many

    important industrial fields. This is due to the simple construction, low operating costs

    and high transfer efficiency (Kulkarni et al., 2007). However, the hydrodynamics in the

    bubble column are affected by many factors and difficult to be described accurately.

    CFD is considered as a powerful tool to study the bubbly flow in the bubble column.

    It is well-known that the bubble plume is a flow characteristic in a locally aerated flat

    bubble column. This phenomenon was simulated well by CFD and qualitatively proved

    with the experimental data (Becker et al., 1994). Sokolichin et al. (1999) have studied

    the applicability of closure models on the simulation. But non-drag forces were usually

    ignored in the previous works. Recently, it was reported that the drag force alone would

    not be sufficient to predict the local hydrodynamics correctly (Daz et al., 2008) and the

    proper selection and description of non-drag forces are also of prime importance.

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    The aim of this work was to make an attempt to present a sensitivity analysis of

    different kinds of non-drag forces including the liftforce and turbulent dispersion force.

    Effects of non-drag forces on the numerical simulation of bubbly flow hydrodynamics

    were simulated in a 2D flat bubble column equipped with a single-orifice gas sparger.

    The simulations were carried out based on two-phase fluid model.

    2. Govern equations and models

    Based on Euler-Euler approach, the momentum equation could be expressed as:

    ,( ) ( ) ( ( ( ) ))Tk k k k k k k k k k k k k m k k pt

    + = + + + +

    u u u u u F g (1)

    Fk,mis the interphase force described by Olmos et al. (2003). Drag force was modeled

    as proposed by Clift et al. (1978) and the wall lubrication coefficient was set to 0.1.

    Lift force with coefficient was given by following equation (Tomiyama et al., 1999):

    , ,( )LF LF

    l g g l L g l g l lC = = F F u u u

    (2)Turbulent dispersion force was calculated by the model from Bertodano et al. (1991):

    , ,

    TD TD

    l g g l TD l gC k = = F F (3)

    CTDis the turbulent dispersion coefficient with recommended value of 0.1.

    As reported by Lucas et al. (2001), there was a fluctuating motion of single bubble

    caused by deformation, which increased with the Etvs number. It brought an

    additional smoothing for the radial distribution of gas holdup, which was not covered byEq. (3). For this reason a second dispersion force was introduced and modeled as:

    ( ), ,, , , 1TD Eo TD Eo

    l g g l TD Eo l d gC Eo = = F F (4)

    According to the literature, CTD,Eowas 0.0015 m2 s

    2forEod>1 and zero forEod

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    3. Computation Setup

    In order to compare with the experimental results obtained by Pfleger et al., (1999), the

    numerical simulations were carried out in a 2D air-water flat bubble column with a

    rectangular cross-section (0.2 m0.45 m0.04 m). Gas was introduced through a

    single-orifice gas sparger, in the centre of which located a hole with diameter of 1 mm.

    The whole transient simulations were done with the superficial gas velocity of 0.3 m/s.

    Fig. 1 Geometry and mesh configurations of two-dimensional flat bubble column

    Commercial software CFX 4.4 was used. The walls of bubble column were set to

    no-slip boundary. Degassing boundary was used for the outlet surface. The average

    bubble size was set to 2 mm. A uniform grid having 6060 cells and a time step of

    0.001 s were used in all simulations, which were proved to give satisfactory results.

    4. Simulated Results and Discussion

    4.1 Effect of lift force model

    The simulated distributions of gas holdup with and without lift force model are given in

    Fig. 2-a. It can be qualitatively seen that the simulated flow states are similar to the

    visual observation by Pfleger. As shown in Fig. 2-b, vortical eddies caused by bubble

    plume and descending liquid flow along the sidewalls of bubble column are found,

    which also agree with the experiment. The simulated results are almost independent on

    the addition of lift force model except enlarging the amplitude of bubble plume.

    Fig. 3 shows the computational results monitored at h=0.3 m. It is found that the lift

    force affects the radial distribution of gas holdup and liquid velocity clearly. Bubbles

    gather at the center of bubble column and the radial profile is approximately

    axisymmetric without the lift force model. With adding the model, it seems that bubbles

    are driven away from the axis and spread over the cross section of bubble column.

    OUTLET

    4

    5cm

    Y

    XZ

    4 cm

    20 cmINLET

    1 mm

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    a. Gas holdup No FLF Add FLF Experiment (Pfleger et al., 1999)

    b. Liquid velocity No FLF Add FLF

    Fig. 2 Effect of lift force model on the simulation of bubbly flow

    The peak of gas holdup moves to the left as seen in Fig. 3-a. The reason is that the

    smaller bubbles tend to transfer to the walls of column under the action of lift force. Fig.

    3-b presents that the simulated liquid vertical velocity agree well with the experimental

    data and show a qualitatively correct of fluid circulation in the experimental condition.

    As a result, the lift force model used here has no significant effect on simulating the

    bubble plume in a single-orifice bubble column, which agrees with Daz et al. (2008).

    0.00 0.05 0.10 0.15 0.20

    0.00

    0.05

    0.10

    g

    Column Width, m

    No FLF

    Add FLF

    0.00 0.05 0.10 0.15 0.20

    -0.1

    0.0

    0.1

    0.2

    -0.2

    0.0

    0.2

    0.4

    Experimental data (Pfleger, 1999)

    Simulated results with FTD

    (Ug=0.17 cm/s)

    LiquidVerticalVelocity,m/s

    Column Width, m

    NoFLF

    AddFLF

    a. Gas holdup radial distribution b. Liquid velocity radial distribution

    Fig. 3 Effect of lift force model on the radial profile of hydrodynamic parameters

    4.2 Effect of turbulent dispersion force model

    It can be seen intuitively that bubbles move upwards directly and do not show the

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    distinct horizontal swing without the turbulent dispersion force as shown in Fig. 4.

    a. Gas holdup No FTD Add FTD Add FTDwith FTD,Eo

    b. Liquid velocity No FTD Add FTD Add FTDwith FTD,Eo

    Fig. 4 Effect of turbulent dispersion force model on the simulation of bubbly flow

    Contrarily, with the consideration of turbulent dispersion force, the fluid dynamic

    movement is similar to the experimental observation and takes on the clear bubble

    plume. This may be explained by the action of turbulent dispersion force for distributing

    the bubbles over the cross section. However, it is found that the additional dispersion

    force model given by Lucas et al. (2001) do not bring significant change here.

    0.00 0.05 0.10 0.15 0.20

    0.00

    0.05

    0.10

    0.15

    0.20

    g

    Column Width, m

    No FTD

    Add FTD

    Add FTD

    +FTD,EO

    0.00 0.05 0.10 0.15 0.20

    -0.1

    0.0

    0.1

    0.2

    -0.2

    0.0

    0.2

    0.4

    LiquidVerticalVelocity,m/s

    Column Width, m

    Experimental data (Pfleger, 1999)

    Simulated results with FTD

    (Ug=0.17 cm/s)

    NoFTD

    AddFTD

    AddFTD

    +FTD,EO

    a. gas holdup radial distribution b. liquid velocity radial distribution

    Fig. 5 Effect of turbulent dispersion force model on the hydrodynamic parameters

    As shown in Fig. 5, the radial profile of gas holdup becomes flatter with the

    consideration of turbulent dispersion force model than without that. The peak of liquid

    vertical velocity moves leftward, while with the additional dispersion force both curves

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    only move to the left appreciably. It can be attributed to the fluctuating movement of

    bubbles and the turbulent dispersion force prevents bubbles accumulating within a small

    region close to the centerline. Due to the additional dispersion force mainly acts on the

    larger bubbles (db6 mm) pointed by Lucas et al. (2001), the obvious change can not

    be found with the average bubble diameter of 2 mm in the present work.

    5. Conclusion

    Effects of non-drag forces (lift and turbulent dispersion) on the simulation of bubbly

    flow in a centrally aerated flat gas-liquid bubble column were investigated. It reveals

    that the additions of lift and additional dispersion force model do not have significanteffect, while the turbulent dispersion force model can give much better results.

    References

    Clift R., Grace J.R., 1978, Bubbles, drops and particles, New York, Academic Press.

    Dirk Lucas, Eckhard Krepper, 2001, Prediction of radial gas profiles in vertical pipe

    flow on the basis of bubble size distribution, Int. J. Therm. Sci., 40, 217-225.

    Elena Daz M., Montes Francisco J., Miguel A. Galn, 2008, Influence of the lift force

    closures on the numerical simulation of bubble plumes in a rectangular bubble

    column, Chemical Engineering Science, 10, 1-15.

    Kulkarni A.A., 2007, On the development of flow pattern in a bubble column reactor:

    Experiments and CFD, Chemical Engineering Science, 62(4), 1049-1072.

    Lopez de Bertodano M., 1991, Turbulent bubble flow in a triangular duct, Ph.D. Thesis,

    Rensselaer Polytechnic Institute, Troy New York.

    Olmos E., 2003, Numerical description of flow regime transitions in bubble columns by

    a multiple gas phase model, Chemical Engineering Science, 58, 2113-2121.

    Pfleger D., Gomes S., Gilbert N., Wagner H.G., 1999, Hydrodynamic simulations of

    laboratory scale bubble columns fundamental studies of the Eulerian-Eulerian

    modelling approach, Chemical Engineering Science, 54, 5091-5099.

    Sokolichin A., Eigenberger G., 1999, Applicability of the standard k-turbulence model

    to the dynamic simulation of bubble columns-PartI: Detailed numerical simulations,

    Chemical Engineering Science, 54, 2273-2284.

    Tomiyama A., Tamai H., Shimomura H., Hosokawa S., 1999, Spatial evolution of

    developing air-water bubble flow in a vertical pipe, Proc. 2nd Int. Symp. On

    Two-phase Flow Modelling and Experimentation, Pisa, Vol II, 1027-1034.